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SDP201600001 Plan - Approved Minor Amendment 2016-09-20
L 1 0 0 14a 11K :9 r] TM 32 P RCEL ■ • ,IA F• ■ , ■ A Vift I I off I W = W - = W •� t � � 1� 1� � = i 1 1 1 1 H I I ai a% TMP 32B -A', Tribal Properties, LLC (', Zone: NMD Use: Vacant ,n,....:. 1 Lot 34 -.. Lot_ 9_w. Lot Lot -B -moo -oi 36 - Lot_-,__. 37 Lut.6__rrr Lot., 38_ Lot - It I, Lot,.3-- Lot.4._ _--{j_---- Lot_40 . i Lat 41 Loi_ 2 _._ _ __6_. �..__ -. _- _ tat 1 'I'i_l.Lot 42 Hydrant Flow Date of Report 9/16/21113 TMP 32B -01-101A ¢ 81 Tribal Properties, LLC Tom' Zone: NMD Use: Residential 'mss Tom F 12121 Plow Hydrant #1 1.21.221 Jg TMP 32-41K\ ' % Rosewood Village of XoUynead y TMP 32-41D2 Zone: Test Flow #3 (gpm) Edlwh Drive Really, LLC tB �t of A _ n - I Zone: Ll _ _ Lot 27 Use: Mareh— Loi..16 Lot 29 E�; ILII (Block 04) and 32-41L (Block ,n,....:. 1 Lot 34 -.. Lot_ 9_w. Lot Lot -B -moo -oi 36 - Lot_-,__. 37 Lut.6__rrr Lot., 38_ Lot - It I, Lot,.3-- Lot.4._ _--{j_---- Lot_40 . i Lat 41 Loi_ 2 _._ _ __6_. �..__ -. _- _ tat 1 'I'i_l.Lot 42 I I 3A" I TMP 32-41L Yount Properties, GLC Zone: PD -MC I Use: Vacant i I r. Block C6 r SemAuth4r Hydrant Flow Date of Report 9/16/21113 TMP 32B -01-101A ¢ 81 Tribal Properties, LLC Tom' Zone: NMD Use: Residential 'mss Tom F 12121 Plow Hydrant #1 1.21.221 Flow Hydrant #2 TMP 32-41K\ ' % Rosewood Village of XoUynead y \ Zone: Test Flow #3 (gpm) 927 Total Estimated Flow (gpm) 2,690 Estimated consumption (gal) ........_.._._.___13,45o lot, and open space areas and AWWA Q20 calculation (gpm) Qoe�' �yc created I I 3A" I TMP 32-41L Yount Properties, GLC Zone: PD -MC I Use: Vacant i I r. Block C6 r SemAuth4r Hydrant Flow Date of Report 9/16/21113 Residual — Test Report a595po WRsio Ch log %N ,YA 22911 (434)'RY451t 301 Pressure Hydrant 12121 Plow Hydrant #1 1.21.221 Flow Hydrant #2 12344 Flow Hydrant #3 121213 Date and Time of'rest - 9/16/2013 10:50:00 AN Location Dolly Knead town center .Static Pressure (psi) 86. Residual NARRATIVE P'fotPre sure #1 (ps) i) 301 Pitot Pressure #2 (psi) i 51 Pitot Pressure #3 (psi) 44': Minutes of Flow 5' Test Flow #1 (gpm) 765 Test Flow #2 (gpm) 998 Test Flow #3 (gpm) 927 Total Estimated Flow (gpm) 2,690 Estimated consumption (gal) ........_.._._.___13,45o lot, and open space areas and AWWA Q20 calculation (gpm) 3,194 I (Value of zero indicates insufficient pressure drop forcalculation) Comments: For rnethod of calculating Pitot flow with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal 114anagernent and Operations AW WA. Signature of Tester: (Ail tests conducted using 2.5 discharge outlet unless otherwise specified) CURR CU L] SPI Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Existing Conditions SP4 Subdivision Exhibit SP5 Siite Plan SP5A Utility Plan SP6 Landscape Plan 7► 1-. —rte ,1 .1 f4 -.& -AL A AL ,L SP8 Road Profiles SP9 Storm Sewer Drainage Areas SP 10 Storm Sewer Calculations / Details SPI I Details SP12 waterline Details SP 13 Lighting Plan SITE PLAN AMENDMENT NARRATIVE c O The purpose of this plan amendment is to change the unit type to 20' wide townhouses from 21' wide townhouses as shown on the approved site plan. The pian also reflects an ownership change and minor modifications to the parcel, lot, and open space areas and a subdivision that created TMP 32-41 L1 (Block 04) and 32-41L (Block C6), Avg r11:1:30:1K• DEVELOPMENT PLANNER MIENTI ENGINEER If] MA101 r. ARCHITECTURAL REVIEW BOARD MING OFFIC VIRGINIA DEPARTMEN4T OF TRANSPORTATION D 1A q81 NY'71 rW 6 Lic. No. 33028 SNA L INDEX TITLE: ST---% Pt E U'D .-1 c O flNCQ O� C ZLU� m Wj O •� N ' � W J S .--1 w U q81 NY'71 rW 6 Lic. No. 33028 SNA L DONT. PROJECT NO:13.001 INDEX TITLE: ST---% Pt O U'D .-1 c O � ZLU� m � O 0 w � W J S .--1 w @:1 'da L.L ti Z V zLoror- Y U LU2 LU 4 q S O co M r~ 171 W Obi F—i H H W r � V2 � A A a rJ z Cn co U O' C/Z p DONT. PROJECT NO:13.001 INDEX TITLE: ST---% Pt A O � ZLU� m � O � w � W J S .--1 C"2 @:1 'da L.L ti Z V zLoror- LU2 � 4 q O co M r~ W Obi F—i H H W r U) � A rJ Cn co U O' _0 C/] U U l• --t O A � U U DONT. PROJECT NO:13.001 INDEX TITLE: ST---% Pt A O � ZLU� � O � w � J S .--1 C"2 @:1 'da L.L ti DONT. PROJECT NO:13.001 INDEX TITLE: ST---% Pt A O � � O � w � V W F—i H H W r U) DONT. PROJECT NO:13.001 INDEX TITLE: ST---% Pt A SHEET NO: 1 OF 14 DATE: 08/13/13 ES END SECTION STA STATI UGE oca ions no s own w en, on a oprrn UNDERGROUND ELECTRIC ABBREVIATIONS SD LEGEND BE BUILDING ENTRANCE STR SITE DATA & GENERAL NOTE EW END WALL SW SIDEWALK FORCE MAIN UP UTILITY POLE F&C four (4) feet offset from the edge of pavement to the face of guardrail, and roadway/ GENERAL CONSTRUCTION NOTES: SITE DATA F&G GENERAL LD EXIST PROP DESCRIPTION EXIST OVERHEAD TELEPHONE LINE PROP DESCRIPTION 1. Prior to any construction within any existing public right-of-way, including connection to OWNER: SOLID WHITE EDGE LINE 6" VALVE HDPE HIGH DENSITY POLYETHYLENE 86.5 Works Policies July 1998; Revised 30 January 2003 INVERT any existing road, a permit shall be obtained from the Virginia Department of ABAN ABANDON(ED) MAX MAXIMUM ------ -- PROPERTY LINE x 125 TC TOP OF CURB ELEVATION Transportation VDOT This Ian as drawn may not accurate) reflect the requirements of of TOWN PROPERTIES, LLC to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform U DUMPSTER PAD CATV CABLE TV the permit. Where any discrepancies occur the requirements the permit shall govern. 1778 HEARTHGLOW LANE ADJ ADJUST MIN MINIMUM2. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage All materials and construction methods shall conform to current specifications and CHARLOTTESVILLE, VA 22901 - SIGN �� ADJACENT PROPERTY LINE x 125 BC BOTTOM OF CURB ELEVATION standards of VDOT unless otherwise noted. TO BE REMOVED AHD AHEAD MON MONUMENT CONCRETE designee, it is deemed necessary. w LU 3. Erosion and siltation control measures shall be provided in accordance with the approved DEVELOPER: 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on GTD - - - - - - - VACATED PROPERTY LINE x 125 FL FLOW LINE ELEVATION erosion control plan and shall be installed prior to any clearing, grading or other construction. TOWN PROPERTIES, LLC APRX APPROXIMATE NIC NOT IN CONTRACT STEEL GUARDRAIL 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 1778 HEARTHGLOW LANE TS TOP OF SLOPE - - - EASEMENTx 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as the typical detail, be to. The 125 EOP EDGE OF PAVEMENT ELEVATION 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, CHARLOTTESVILLE, VA 22901 BC BACK OF CURB NTS NOT TO SCALE shown on pavement section shall strictly adhered cross slope TYP TYPICAL lesser slopes of 3:1 or better are to be achieved. shall be maintained as shown on the plans. Exceptions will not be allowed. IS -� BUILDING SETBACK x 125 SPOT ELEVATION 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the LEGAL REFERENCE & SOURCE OF TITLE: DB 4556/211 BFE BASEMENT FLOOR ELEV OC ON CENTER County Engineer, or designee, it is deemed necessary in order to stabilize a drainage LA LANDSCAPE AREA UG UNDERGROUND _ _ - - --------- BUILD TO LINE x 125TW TOP OF WALL ELEVATION channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic MAGISTERIAL DISTRICT, RIO BIT BITUMINOUS OH OVERHEAD HEADIWALL and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK Control Devices. TREE LINE are shown on the plans. The developer shall be responsible for maintenance of the signs v ZONING LINE x 125 BW BOTTOM OF WALL ELEVATION 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING BK BACK PE POLYETHYLENE YARDS "� FENCE SEWEIR MANHOLE 9. All excavation for underground pipe installation must comply with OSHA Standards for BM BENCHMARK PERF PERFORATED speed limit is to be posted 5mph below the design speed. LT TEST PIT LOCATION/BORING LOCATION the Construction Industry (29 CFR Part 1926). 10. AN retaining walls are subject to separate permit approval. SOURCE OF TOPOGRAPHY., DOMINION ENGINEERING 0 c SEWER CLEANOUT ® LIMIT OF DISTURBANCE ----------- STONE WALL BS BOTTOM OF SLOPE PROP PROPOSED UTILITY 0 BENCHMARK GENERAL CONSTRUCTION NOTES FOR STREETS: THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X be null and void. -- - FLOODPLAIN LIMIT RETAINING WALL16. 1. Prior to any construction within any existing public right-of-way, including connection to AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO14OD DATED FEBRUARY 4, 2005 CB CATCH BASIN PRVD PROVIDED ®V WATER VALVE & BOX when, in the opinion of the Director of Engineering, or the Director's designee, they are IRON FOUND any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY az RMABENCHMARQ): BUFFER ZONE BOA BLOW OFF ASSEMBLY PVC of the permit. Where any discrepancies occur the requirements of the permit shall TOP OF EXISTING DROP INLET "ST -3" ON NORTHWEST CORNER OF SITE = 586.07 STREAM / POND / WATER COURSE FIRE (HYDRANT ASSEMBLY 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. - RMA - RESOURCE MANAGEMENT AREA UD UNDERDRAIN govern. 2. Construction inspection of all proposed roads within the development will be made by the *DATUM: NAVD 1988 CO CENTER LINE RCP REINFORCED CONCRETE PIPE RPA ®M WATEIR METER inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance County. The contractor must notify the Department of Engineering (296-5861) 48 hours X SILT FENCE RPA - RESOURCE PROTECTION AREA program and ownership. The video inspection shall be conducted in accordance with CTV DRAINAGE LINE in advance of the start of construction. WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY CL CHAIN LINK REM REMOVE VD01 s video camera inspection procedure and with a VDOT and/or County inspector 3. All materials and construction methods shall conform to current specifications and present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, DI DROP INLET ' STORMWATER CONVEYANCE CHANNEL RD ROOF DRAIN standards of VDOT. All excavation for underground pipe installation must comply with SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY CMP CORRUGATED METAL PIPE READ REQUIRED - EDGE OF GRAVEL CONTOUR OSHA Standards for the Construction Industry (29 CFR Part 1926). GAS 'VALVE 4. Erosion and siltation control measures shall be provided in accordance with the approved THIS PROPERTY IS ZONED: PD -MC CONC CONCRETE RET RETAINNEDGE OF PAVEMENT - 8"S - SEWER LINE erosion control plan and must be installed prior to any clearing, grading or other construction.''1 S P I B T 0 S D OD F L EN R 1- 0 111 111�����1�V�- CY CUBIC YARDS RT RIGHT CG -2 STANDARD 6" CURB TD TRENCH DRAIN 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results GROSS RESIDENTIAL DESNSITY. 16.18 UNIT/ACRE (AREA USED TO COMPUTE DENSITY INCLUDES ONLY THE BLOCK C4 SITE AREA.) C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3 " WATEIR LINE shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and STANDARD 4" CURB submitted with the test results for approval. 29 SFA UNITS X 7 VPD/UNIT C&G CURB AND GUTTER R&D REMOVE AND DISPOSECG-6 FP FIRE !PROTECTION LINE 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximurm COMBINATION 6" CURB &GUTTER allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes ®f DIA DIAMETER R&R REMOVE &RESETCG z•row WATEIR SERVICE LINE 4:1 or better are to be achieved. CURRENT USE: VACANT � 7. Surface drainage and pipe discharge must be retained within the public right-of-way for EL ELEVATION SD SIGHT DISTANCE COMBINATION 4" CURB & GUTTER GAS LINE within easements prior to acceptance by VDOT. All drainage outfall easements are to be PROPOSED USE: TOWNHOMES (29 UNITS) extended to a boundary line or a natural watercourse. The contractor shall field verifyr the SQ SQUARE ' ' /, FIRE LANE STRIPING length of all storm drainage pipe. MAXIMUM BUILDING HEIGHT: 35' ELEV ELEVATION o"w OVERHEAD ELECTRIC WIRE 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments ON will be field determined at the time of construction. Additional guardrail may be required at f VDOT th Df E • 4-k 1 t• t h h ° th • t BUILD -TO -UNE: 0'-20' FROM EDGE OF SIDEWALK PER COD TABLE B DIP DUCTILE IRON PIPE SD STORM BE BUILDING ENTRANCE STR DRAINAGE STRUCTURE on o , e irec or o ng nee, "g, or e Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed EW END WALL SW SIDEWALK FORCE MAIN UP UTILITY POLE F&C four (4) feet offset from the edge of pavement to the face of guardrail, and roadway/ WL WATER LINE F&G a: LD LOADING DOCK °HT OVERHEAD TELEPHONE LINE shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & IPublic EX EXISTING SWEL SOLID WHITE EDGE LINE 6" VALVE HDPE HIGH DENSITY POLYETHYLENE 86.5 Works Policies July 1998; Revised 30 January 2003 INVERT 4 BOLLARD UCT UNDERGROUND TELEPHONE LINE 9. Where urban cross sections are installed, all residential driveway entrances shall conform EXIST EXISTING SWLL SOLID WHITE LANE LINE • to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform U DUMPSTER PAD CATV CABLE TV to VDOT standard PE -1. FDN FOUNDATION TBA TO BE ABANDONED 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage - SIGN �� channel when, in the opinion of VDOT, the Director of Engineering, or the Director=s FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED II� I' DRAIN INLET designee, it is deemed necessary. w LU U) 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on GTD GRADE TO DRAIN TC TOP OF CURBDRAIN MANHOLE all residential subdivision streets. Additional clear zone may be required depending on STEEL GUARDRAIL the category of road design. IFIRON FOUND TS TOP OF SLOPE [ PLUG OR STUB 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as the typical detail, be to. The El WOOD GUARDRAIL shown on pavement section shall strictly adhered cross slope TYP TYPICAL shall be maintained as shown on the plans. Exceptions will not be allowed. IS IRON SET --a FLARED END SECTION 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished ands installed by the developer prior to acceptance Signs and their installation shall confomn LA LANDSCAPE AREA UG UNDERGROUND _ _ - - PATH to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" HEADIWALL and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK TREE LINE are shown on the plans. The developer shall be responsible for maintenance of the signs © until the roads have been accepted into the state secondary road system. The speed limits to be limit to be determined by VDOT to The LF LINEAR FEET YDS YARDS "� FENCE SEWEIR MANHOLE posted on speed signs are prior acceptance. speed limit is to be posted 5mph below the design speed. LT LEFT 0 c SEWER CLEANOUT 15. Road plan approval is subject to final subdivision plat validation. Should the final plat. ----------- STONE WALL for this project expire prior to signing and recordation, then approval of these plans s3hall UTILITY be null and void. - RETAINING WALL16. Traffic control or other regulatory signs or barricades shall be installed by the develolper ARV AIR RELEASE VALVE MH MANHOLE ®V WATER VALVE & BOX when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE STREAM / POND / WATER COURSE FIRE (HYDRANT ASSEMBLY 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. DETENTION BASIN18. A video camera inspection is required for all storm sewers and culverts that are deermed CO CLEANOUT RIM RIM ELEVATION ®M WATEIR METER inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance X SILT FENCE program and ownership. The video inspection shall be conducted in accordance with CTV CABLE TELEVISION SAN SANITARY O WATER WELL VD01 s video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL the contractor and a representative from the pipe manufacturer should hold a 12 CONTOUR preconstruction meeting for installation training. GAS 'VALVE DIP DUCTILE IRON PIPE SD STORM ELEC ELECTRIC STR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE F&C FRAME AND COVER WL WATER LINE F&G FRAME AND GRATE WM WATER METER GT GREASE TRAP WV WATER VALVE GV GATE VALVE 6"V 6" VALVE HDPE HIGH DENSITY POLYETHYLENE 86.5 INV INVERT ......... - oo INDEX CONTOUR o "" GAS METER to PARKING COUNT 0 ® , CROSSWALKEM OPEN SPACE A FN ACCESSIBLE CURB RAMP 6,595 sf (i, HANDICAP PARKING 314 sf 3,244 sf VAN -ACCESSIBLE HANDICAP PARKING 91.2 VAN -- 1,337 sf ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TELEPHONE MANHOLE TRANSFORMER PAD CONCRETE PAVEMENT / SIDEWALK UTILITY POLE RIPRAP GUY POLE NEW ASPHALT GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All ffill material to be approved by a geotechnical engineer. A geotechnical engineer Ns to be present during construction of dams. 2. Pipe and riser joints acre to be watertight within stormwater management facilities. 3. For temporary sedimemt traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been otbtained from the County erosion control inspector. MATCHLINE CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS, 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL W(DRK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO FPREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these [plans (including, but not limited to, off-site borrow or waste areas), the contractor shall sulbmit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measuress necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times dduring land disturbing activities and during site development until final stabilization is achievecd. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each ruinoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Codee of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited I to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains laterral support, or order to minimize any hazard to persons, physical damage to adjacent ianad and improvements, and damage to any public street because of slides, sinking, or collapse.. 16. The developer shall reserve the right to install, maintain, remove or convert to permarnent stormwater management facilities where applicable all erosion control measures requirecd by this plan regardless of the sale of any lot, unit, building or other portion of the prcoperty. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at '75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or Maly through August to consist of German Millet. Straw mulch is to be applied at 80lbs/10cosf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the tope 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 331 or Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion conttrol inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any darmage or clogging to structural measures is to be repair immediately. Silt traps are to be cleeaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to boe reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dyykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by thee County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the datte of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months a3fter the date the land disturbing activity commences. (Water Protection Ordinance section 117-207B) OPEN SPACE TABULATION IMPERVIOUS PERVIOUS TOTAL % PERVIOUS OPEN SPACE A 1,313 sf 5,282 sf 6,595 sf 80.1 OPEN SPACE B 314 sf 3,244 sf 3,558 sf 91.2 OPEN SPACE C -- 1,337 sf 1,337 sf 100 OPEN SPACE D -- 1,944 sf 1,944 sf 100 OPEN SPACE E 350 sf 876 sf 1,226 sf 71.5 TOTAL 1,977 sf 12,683 sf 14,660 sf 86.5 IMPERVIOUS AREAS: ROADS/PARKING AREAS: 27,640 SF CONCRETE WALKS: 6,826 SF PROPOSED BUILDINGS: 26,400 SF TOTAL IMPERVIOUS AREA: 60,866 SF PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 29 TOWNHOUSES X 2 SPACES + 29 TOWNHOUSES X (1 SPACE/4 UNITS) _ 66 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 29 UNITS X 2 GARAGE SPACE = 58 2 UNITS X 1 GARAGE SPACE = 2 29 UNITS X 1 PARKING SPACE = 29 PARKING SPACES PROVIDED = 87* PARKING SPACES PROVIDED FOR THE PURPOSES OF PARKING PROVIDED CALCULATIONS = 79* *8 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEING COUNTED TOWARDS MAXIMUM PARKING ALLOWED PER 01/30/14 DISCUSSION WITH ALBEMARLE COUNTY PLANNING. RECREATION AREA REQUIRED: 200 SF / UNIT -> 200 x 29 UNITS = 5,800 SF RECREATION AREA PROVIDED: 6,595 OK OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. L Cn U 2. THE LOCA11ON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN C: ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN z INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 0 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. M N'T'r � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 0 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP _ '� OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND W WATER LINES, ETC. � .� 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ,E 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A ` U FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, @ 2012. 4 h a0 0'O e L/ f mic 1E;I, F ,my S E c. -No. 33028 11.6 . �` 10NAL !MoEM CQ e� t` A M obi CC 2 w L Cn U C: 2) z mm E 0 M N'T'r � 0 o� _ '� W J S � .� N L ,E o ` U W � W f0 W h a0 0'O e L/ f mic 1E;I, F ,my S E c. -No. 33028 11.6 . �` 10NAL !MoEM CQ e� t` A M obi CC 2 ca 0 w Y U LU U co z a 10 co � I � Cd � w z 0 W J S •-+ o U W � a W di 0 � U U U E, ca 0 w Y U LU U co z a 10 co � I � Cd � DOM. PROJECT NO:13.001 INDEX TITLE: S 2 SHEET NO: 2 OF 14 DATE: 08/13/13 z W J S •-+ ,It U DOM. PROJECT NO:13.001 INDEX TITLE: S 2 SHEET NO: 2 OF 14 DATE: 08/13/13 W W di 0 E, �� LU LU II� F- rr i -j--! I® IF--r--I w LU U) DOM. PROJECT NO:13.001 INDEX TITLE: S 2 SHEET NO: 2 OF 14 DATE: 08/13/13 / / - - / tt t/ ( I 1 11 ! 11 ! / ! ilk „r'% 5a0 i`. ;x --1 r / / / t � r / /t //I// r!1/l /1 1 I II I I! z`1 + 0� ^=i'~ I t % / k / ( //11 J r 11 ( t / ! 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I `I I _ \ \ / / a \ \ \ `�__- -,' I \/ I it ,�\ \ to I !� I 'I _ 5�6 - I� ' \�\ �, iI I /1 I/ \ g 3 ! ` ,\�J'� �- ��_ �/// I I t� I1 -.� of W F m ' ..� i\ `\., E , t 3 , ,�l , / J� / I i d I\ 1 ` 6 I I ; ` �` I , .. 11 '" �.': p a: _ —i- * I I - 1 I � _E 11 /-- r `' ^ - / f / t / / I � I I I \ t 1 i ` /i 1 - / _ `'- - - z = f 1 � ' - / / I / I i \ i i 1 / , --1-- -" 1 I J, {� " r / / / / / / / I tl \ \ t i I \ 11 I - \� ° I -'1 /' / 1 i 1 ( / / Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 334.86' 454.00' 42°15'37" 175.46' 327.32' N 31'29'42" W C2 40.87' 25.00' 9T40'12" 26.65' 36.47' N 36°28'13" E C3 270.82' 382.50' 40°34'02" 141.37' 265.20' S 76°24'40" E C4 49.91' 30.00' 95°19'47" 32.93' 44.35' S 08°27'46" E C5 76.16' 1030.50' 4°14'04" 38.10' 76.14' N 37°05'05" E C6 75.63' 46.50' 93°11'38" 49.17' 67.57' S 80°46'41" W Line Table Line Direction Length L1 N 62°01'46" W 10.57' L2 S 52°37'30" E 10.22' L3 S 37"22'30" W 12.34' / j -C 14 _ �E o f 0 V) L U _ 0N Nco a, J .0 _ oQZ2 u / � O o �/ ��"'�E J ': /11 � vm`t�° $C , N L �- f 0) - U U/ J / j -C 14 03 f 0 W J 11-1 -- - / � O 02 ,� w O ': /11 I - / ` / / / r \ \ \ 1 I ° \ (-:,gl t if I r / _ "i -J / / / i 1 i t- I I \/ / ) �I i1 '� / Jr \ J ! t f / \ \ 1 1 } I \ \ -- i - / 7 f r / / / , \ \ t t} S I t ' I° I _ I 1 � § i I \ v 4• / / I , t I i 1 ---- -t -� i 1 I I I k` 1,q j r- \ / ,., i' 3 �0 / % / / I \ _ \ t t - 1 \ f t \ I / /1 JI J/ IJ f jJ _ \\ \ \ \\ 1 ° 1 t it ; i I It 1 t I q 1 \ \ I �`e It I Jr t �'' '�� �� �<: / JI // / / J/ \ \\ � , 1 It iI I tt � I 5�k " R I-� II t j I I I \ \ t� _ - - , — -. ,, . I / I- / S, 9 S s / J / J/ J J /J / // / \\ \ I }i I I } t i ' � I //`- I ,� ` - - `- - _.----� \t \ it ';. ' .,.._ i 1 Q / / t 1 -j _ \ t 1, 1, 1 / J" / J / / / / 4 \ i ° 9 ' I I I 1 , 1 ,. _ _._.} I (�- _ i \ \ � � I + ` I / \ / J/ / r f f/ / i I I I i '1 I i 1 1'; / / / / J / r I � \ II t TMP 32-41D2 / I Edlich Drive Realty, LLC ! Zone: LI f I I I t tl i Use: Warehouse ! 7-1 t 1 P td /j TMP 32-41 Turner, David P & The Market Place Zone: RA Use: Residential TMP 32B -A 1 L TMP 32-4 Tribal Properties, LLC I� _ , Zone: NMD I I __ - - - Block C-6 Use: Vacant I t - - - It e� t Existing Area=3.780 Ac t I It Proposed Area=3.812 Ac 't PORTION OF EXIST. WATERLINE EASEMENT TO BE VACATED I rL ACCESS EASEMENT 4 t ' DB 3265-73 DRAINAGE EASEMENT — D _ B 3265-73 \ Laurel Park � � " � � J ! oa(t -J-_____._.— � WATER EASEMENT DB 3265-73 ION OF SANITARn \ / SEW R EAS MENTGh DB 265-7 K TMP 32-41P > \ =<� TO E VAC TED _ Post Office Land Trust µ GE EA EMENT S00D°�°" $z*< 2,552 SF TO BE Zone: PD -MC t Thr sa.t� DB 32 5-73 n�v) \ Use: Residential DEDICATED TO TMP -< PORTA N OF XI RA 32-41 L / TMP 328-01-101A / Tribal Properties, LLC k `_._ ,1 0 BE DEDICATED y.a / Zone: NMDt. t ' \ /m� LIC U Use: Residential TMP 32-41L1 1,606 SF TO BE � Block C-4 DEDICATED TO Existing Area=1.960 Ac ��.�-r�- � Proposed Area= 1.792 Ac PUBLIC USE ! \ / E A MENT � 5-73 ,. / �8„w k° \ \ \ ,� ,. STIP•) ; f.� � x \ -C” W TMP 32-41Q �8'w The Dainel Group, Inc. r� PD -MC { Use: Residential B.W j EX. M D N `\ \ ` E T `� \ \X TMP 32-41K \ \ Rosewood Village of 40 © 40 80 120 Hollymead \ \ , Zone: PD -MC „ Use: Residential SCALE: 1 = 40 MICHAEL F. MYERS Lie. No. 33028 jlS, . 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SHEET NO: 6 OF 14 , f Qlk I ... ,._= -\ , I *_ . _-,-- I I I—_ .. 1'-�, I " - /�, -�` .� , , ,_ __'_ . ', . I , , " "", �� � ,�� �, - 1, _ �, - . , / 41 1 / " ., � __ "", I . , - ,_�011 - i , � . 1,1� 1, i_ , 1, - � --I ��, "', 1\ , �-,:,z�'Nzl .", 11_,��r� , \ Z�,,,_, _f�,��__ � _!'- I " � , ,��;_ \�, � \\\ " . , . , - &!C� - , � I _ _� I, " �. , � . I , , � I iDATE: 08/13/13 1 Key Quantity Botanical Name Common Name Size / Cal. Canopy Total Canopy 1 Remarks CANOPY TREES AF 14 jAcer x freemanii 'Jeffersred' Autumn Blaze Maple 2 1/2" 1 452 1 6,328 OP 21 Quercus palustris Pin Oak 2 1/2" 1 419 1 8,799 ORNAMENTAL TREES LU Ci uu \ /,' \ \ ` `\\\ �\ \ `\ \ \ \ `\ �\ \ \ \ ~� �mww l � � ' }\ - o ( / \ | \ ' \ ' ����� ' / � \ ` \. \` \ \ ` ` `, `` 0 ANDA IS PROHIBITED/ SHRUBS AND �TREES SHA11/BE PRUNEDtiTREE CANOPY CALCULATIONSAlSITE AREA= 1.793 ACRES (POST DEDICATION OF R/W)11,715 SF15% TREE CANOPY REQUIREDCyjTREE CANOPY PROVIDED: WvPROPOSED CANOPY= 18,683 SFTOTAL TREE CANOPY 18,863 SF > 11,715 SFTMP 32-41L7 3.780 AcresLANDSCAPING WITHIN PARKING AREA:006% PlANTING REQUIREMENT: 696 SFOK tif it turel Park Ln. 8"WPrivate St tN P10Lasemer Easement1,0LANDSCAPE PLAN LEGEND: �yX.Elymavow U�zl INDEX TITLE:' / / / ' -- -- / ' S T SHEET NO: 7 OF 14/ 30 O 30 40 60 SCALE: 1 20' DATE: 08/13/13 In CD LU Uj ca ro LU C,7 co 00 M CQ CD CD Lij Cn 53 LILi LU CD Lu U�zl INDEX TITLE:' / / / ' -- -- / ' S T SHEET NO: 7 OF 14/ 30 O 30 40 60 SCALE: 1 20' DATE: 08/13/13